Number of Anchoring Installations per Cartridge*
Using Reinforcing Bar with A7 Adhesive in Solid Concrete

REBAR

DRILL
HOLE
DIA.
INCHES

EMBEDMENT DEPTH IN INCHES (mm)

1
(25.4)

2
(50.8)

3
(76.2)

4
(101.6)

5
(127.0)

6
(152.4)

7
(177.8)

8
(203.2)

9
(228.6)

10
(254.0)

11
(279.4)

12
(304.8)

13
(330.2)

14
(355.6)

15
(381.0)

#3

7/16

662.5

331.3

220.8

165.6

132.5

110.4

94.6

82.8

73.6

66.3

60.2

55.2

51.0

47.3

44.2

#4

5/8

373.0

186.5

124.3

93.2

74.6

62.2

53.3

46.6

41.4

37.3

33.9

31.1

28.7

26.6

24.9

#5

3/4

286.1

143.0

95.4

71.5

57.2

47.7

40.9

35.8

31.8

28.6

26.0

23.8

22.0

20.4

19.1

#6

7/8

231.0

115.5

77.0

57.7

46.2

38.5

33.3

28.8

25.7

23.1

21.0

19.2

17.8

16.5

15.4

#7

1

213.4

106.7

71.1

53.3

42.7

35.6

30.5

26.7

23.7

21.3

19.4

17.8

16.4

15.2

14.2

#8

1-1/8

177.3

88.6

59.1

44.3

35.5

29.5

25.3

22.2

19.7

17.7

16.1

14.8

13.6

12.7

11.8

#9

1-1/4

102.8

51.4

34.3

25.7

20.6

17.1

14.7

12.8

11.4

10.3

9.3

8.6

7.9

7.3

6.9

#10

1-1/2

84.1

42.0

28.0

21.0

16.8

14.0

12.0

10.5

9.3

8.4

7.6

7.0

6.5

6.0

5.6

#11

1-3/4

51.4

25.7

17.1

12.8

10.3

8.6

7.3

6.4

5.7

5.1

4.7

4.3

4.0

3.7

3.4

* The number of anchoring installations is based upon calculations of hole volumes using ANSI tolerance carbide tipped drill bits, the nominal areas of the reinforcing bars and the stress areas of the threaded rods. These estimates do not account for waste.

ESTIMATING TABLES

A7
28 Fluid Ounce Cartridge

Number of Anchoring Installations per Cartridge*
Using Threaded Rod with A7 Adhesive in Solid Concrete

ROD
In. (mm)

DRILL
HOLE
DIA.
INCHES

EMBEDMENT DEPTH IN INCHES (mm)

1
(25.4)

2
(50.8)

3
(76.2)

4
(101.6)

5
(127.0)

6
(152.4)

7
(177.8)

8
(203.2)

9
(228.6)

10
(254.0)

11
(279.4)

12
(304.8)

13
(330.2)

14
(355.6)

15
(381.0)

1/4 (6.4)

5/16

915.5

457.7

305.2

228.9

183.1

152.8

130.8

114.4

101.7

91.5

83.2

76.3

70.4

65.4

61.0

3/8 (9.5)

7/16

530.0

265.0

176.7

132.5

106.0

88.3

75.7

66.3

58.9

53.0

48.2

44.2

40.8

37.9

35.3

1/2 (12.7)

9/16

381.4

190.7

127.1

95.4

76.3

63.6

54.5

47.7

42.4

38.1

34.7

31.8

29.3

27.2

25.4

5/8
(15.9)

11/16
3/4

273.6
195.5

136.8
97.8

91.2
65.1

68.4
48.8

57.7
39.0

45.6
32.5

39.1
27.9

34.2
24.4

30.4
21.7

27.4
19.5

24.9
17.7

22.8
16.3

21.0
15.0

19.5
13.9

18.2
13.0

3/4
(19.1)

13/16
7/8

192.9
154.4

96.5
77.2

64.3
51.5

48.2
38.6

38.6
30.9

32.2
25.7

27.6
22.1

24.1
19.3

21.4
17.2

19.3
15.4

17.5
14.0

16.1
12.9

14.8
11.9

13.8
11.0

12.9
10.3

7/8
(22.2)

15/16
1

185.1
128.0

92.6
64.0

61.7
42.8

46.3
32.0

37.0
25.6

30.9
21.4

26.8
18.3

23.1
16.0

20.6
14.2

18.5
12.8

16.8
11.6

15.4
10.7

14.2
9.9

13.2
9.2

12.3
8.5

1
(25.4)

1-1/16
1-1/8

158.3
105.2

79.2
52.6

52.8
35.2

39.6
26.3

31.7
21.1

26.4
17.6

22.6
15.0

19.8
13.2

17.6
11.7

15.8
10.5

14.4
9.6

13.2
8.8

12.2
8.1

11.3
7.6

10.6
7.0

1-1/4
(31.8)

1-5/16
1-3/8

101.3
80.0

50.7
40.0

33.8
26.6

25.3
20.0

20.3
15.9

16.9
13.3

14.5
11.4

12.7
10.0

11.3
8.9

10.1
8.0

9.2
7.2

8.4
6.6

7.8
6.1

7.2
5.7

6.8
5.3

* The number of anchoring installations is based upon calculations of hole volumes using ANSI tolerance carbide tipped drill bits, the nominal areas of the reinforcing bars and the stress areas of the threaded rods. These estimates do not account for waste.